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Home My WebLink AboutRevised Site Plans Received 6/25/2020 ... . n�. ,. - 71 ELITE TOWERS LP. .,x ELITE TOWERS L.P. „ ', 44 WEST JEFRYN BLVD . Fes.. SUITE 05 El DEER PARK, NY 11729 All 00 ' ✓� f,. -*.,p.;pry•-.¢. 4 . .!. , LAUREL STONE IT ow -L\-S L • hT1rx..,: , ..�..'1.,.. CONSTRUCTION DRAWINGS ® 7 02/07/20 ISSUED FOR FILING S � E N 'A M" " ® ONL Au U R't "L S 6 04/14/17 ISSUED FOR FILING 5 03/27/17 ISSUED FOR CONSTRUCTION p 4 1%7/16 ISSUED FOR CONSTRUCTION ROAD 3 09/29/16 ISSUED FOR CONSTRUCTION MAI 2 08/22/16 ISSUED FOR CONSTRUCTION 1 07/13/16 ISSUED FOR CONSTRUCTION 19 ` 2 0 05/01/15 ISSUED FOR CONSTRUCTION 9 D 04/06/15 F;F—MSED PER COMMENTS 0 m rI ®0C0 1-7 R- ,. , 0 P 0 S D Dewberry Engineers Inc. 600 PARSIPPANY ROAD SUITE 301 PARSIPPANY, NJ 07054 PHONE: 973.739.9400 SITE INFORMATION AREA MAP DRIVING DIRECTIONS SHEET INDEX FAX: 973.739.9710 PROPERTY OWNER: = N HEAD EAST ON N INDUSTRY CT TOWARD SAXWOOD ST. TAKE THE 1ST LEFT ONTO SAXWOOD ST. SHEET NO: SHEET TITLE: REV: CONTINUE ONTO S 2ND ST. TURN LEFT ONTO CORBIN AVE. TURN RIGHT ONTO PINE AIRE DR. TURN LAUREL STONE SUPPLY PLUS INC. z RIGHT ONTO THE SAGTIKOS PARKWAY N RAMP TO KINGS PARK. MERGE ONTO SAGTIKOS PKWY. TAKE T-1 TITLE SHEET 7 �. 7055 MAIN ROAD w �'W " L EXIT S1E TOWARD RIVERHEAD. MERGE ONTO 1-495 E. TAKE EXIT 71 FOR NY-24 TOWARD HAMPTON r�•�P ��( NA�,t, O,Q MATTITUCK, NY 11952 SITE BAYS/CALVERTON. TURN RIGHT ONTO NY-24 S/EDWARDS AVE S, CONTINUE TO FOLLOW NY-24 S. GN-1 GENERAL NOTES 7 �o APPLICANT ,1, AT THE TRAFFIC CIRCLE, TAKE THE 3RD EXIT ONTO NY-24 S/FLANDERS ROAD. TURN LEFT ONTO A-1 TAX MAP 7 ►— CROSS RIVER DR. TURN RIGHT ONTO MAIN ROAD. DESTINATION WILL BE ON THE LEFT. ELITE TOWERS L.P. A-2 PROPERTY OWNERS LIST 7 r w 44 WEST JEFRYN BLVD xo w SUITE Q5 0- APPLICABLE CODES A-3 VICINITY MAP 7 DEER PARK, NY 11729 a ', E a C-1 SITE PLAN & NOTES 7 SSIONP�� CO-APPLICANT ' ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE C-2 COMPOUND PLAN & ELEVATION 7 NEW YORK SMSA LIMITED PARTNERSHIP PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. GREGORY NAWROTZKI, P.E. C-3 CIVIL/STRUCTURAL DETAILS-1 7 d/b/a VERIZON WIRELESS NEW YORK LICENSE NO. 097512 4 CENTERLOCK ROAD BUILDING CODE: BUILDING CODE OF NEW YORK STATE — 2015 C_4 CIVIL/STRUCTURAL DETAILS-2 7 WEST NYACK, NY 10994 ��'"''�¢,�.,a� '#��}''�� ' „�..,F , _� IT IT THEY ARE S A TACTING UNDER ION OF LAW OTHE NDIRECT ON•OFNAESS ELECTRICAL CODE: NEW YORK STATE ELECTRICAL CODE — NEPA 70-2014 NEC LICENSED PROFESSIONAL_ ENGINEER TO ALTER THIS CO-APPLICANT DOCUMENT. FIRE/LIFE SAFETY CODE: NEW YORK STATE FIRE CODE — 2014 NEW CINGULAR WIRELESS PCS, LLC (AT&T) LIGHTNING PROTECTION CODE: NFPA 780-2014 LIGHTNING PROTECTION CODE DRAWN BY: GFS ONE AT&T WAY `"` ' ^ r,:r�. , BEDMINSTER„ NJ 07921 ' SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING Y CO-APPLICANT STANDARDS: REVIEWED BY: JWS MATTITUCK F7IRE DEPARTMENT AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CHECKED BY: GHN 1000 PIKE STREET. _ I g�>° L =r�: CONCRETE. MATTITUCK, NY 11952 �"- ''„�'�`'��`"��` �'_`"'• MAP DATA © 2013 GOOGLE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, PROJECT NUMBER: 50070398 SITE ADDRESS: LOCATION MAP THIRTEENTH EDITION. 7055 MAIN RD p ANSI/TLA (TELECOMMUNICATIONS INDUSTRY ASSOCIATION) TIA/EIA-222—G, STRUCTURAL STANDARDS J B NUMBER: 50070399 MATTITUCK, NY 11952 FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES. •E '; ; ,„�'' ,s °_ n� ' v?€' :Rn �EaFx 'E:: bi.'. .'v�:t<' S:5 ,f GEOGRAPHIC COORDINATE '. . ” SITE ADDRESS: S• : . :'' �a``- TIA 607 COMMERCIAL BUILDING GROU �.. , � < �' 'A " -: _ �'� NDING AND BONDING REQUIREMENTS FOR .F= 771 SITE . �, " T TELECOMMUNICATIONS. • !! ,� ..F:. p,..., .Ex L 4w'yg ° 9.Y>t' ;k "�.b-,� 0% Y'fn •.�y,. LONGITUDE: —72 , 32', 48.81 W �: , ., ' 'r� .: : .:'<;::,.°. .. <'.I :.. =:a ., .�; ° INSTITUTE., , ., '_ ; .�, ; ,,- :�' a;'� , , :,...,�,....,..n,' � `� #, , �'.�_ T E FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING GROUND ELEVATION AT: TOWER ±28 AMSL x '° :R.' _ >, •�` <:, " EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM _''�:';a.�:i;,. ,fin„ ..,*- ,.. 'F'< nss.:„., k f .4,•.# ZONING JURISDICTION: ;�: ` : >' p ` ;` <. 4: : . �: d 3 ' . a `a` J ``'. IEEE 1100 1999 RECOMMENDED PRACTICE FOR POWERING AND GROUND 7055 MAIN ROAD ' . r', {;. . �. ,.. : .... ( ) GROUNDING OF ELECTRONIC EQUIPMENT r „ R ( W ” v TOWN OF S �UTHOLD 1 ' tt. ,•,a:w..�: , *;ry R �. .tib.. '.:3"° a :," ' MATTITUCK NY 11952 ; ,_° b. °` °g IEEE C2, NATIONAL ELECTRIC SAFETY CODE LATEST VERSION. ..� :y .';CFS'A'fi Rei "CmR:. �,% &- _ :d..... %�C s 6 n,$,a• , i .7'< ZONING DISTRICT: ,F -' TELCORDIA GR-1275, GENERAL IN V ti >„ < , c3' INSTALLATION REQUIREMENTS ZONE B — GENERAL BUSINESS °;;':: ;. 7:3, ."'e;t s, '# .ez%,'°"®C, •.:' s h. a .,'S',5" d,i %n+++YYY f''�,, '`:' %':,• :.�:', > a' ,`.F°� — "': A' :"". ANSI T1.311, FOR TELECOM DC POWER SYSTEMS TELECOM, ENVIRONMENTAL PROTECTION PROPERTY DESIGNATION: SHEET TITLE 4Ffb'-ya?Y.- :§'• ,r^'a"° r' P Z s ^^' '''.b `8"' ".«:,r@ g, :k° Z ^ • "�§ '•''. DISTRICT. 1000 SECTION: 122 ..P�- a BLOCK: 06 tN: r. r ry�.. TITLE SHEET <f' �k F LOT: 35.4 °��' w�; . . '�- .':*�:�; �� °-� .�„ �' �a g�.,,azo' '. �@" .. �,�.. % °' $,:4' '?�' .t. °jf�.'. €'`#MF,`:�;.;r�. <..,'.�'' � `E• R, x RECEIVED �x 0 _ UN 202 _ . J 5 F -� SHEET NUMBER •F. „yxr z' h' �a wha 1 r,�,: Know t'sbeOW. .,..€•�: '. =i. : •'', 8b°.Y,° ;.h;�R«rc.c''` .-. ti' :. .:� `. Call before ud� Southold l-own e?ti:,' ;" s .! s 3ak°:,''':,' .'a' » .r",•' Kia:,k,,< :;°I ;i ° r:i"""' >t' _ k" Planning Board ' ,- a€¢<�= ;�. ,tea`; _.v �:� :! -' ,'«tl..,`:a�'. ;. ;` - ..�?•`. .,'"yu,. .€::. PHONE 811 OR n. ... 1 800 272_1000 T 1 N'N MAP DATA © 2013 GOOGLE ( ) 7 .. .. :r .. - - .gym. .,..�.,.,m....,.v..,_. ..�:.«w.,.m,<..w�.•,...._...:,...,. ,w.....,.M.s..,,..,�n..a,.�e.:......_......._,,.. .,r,.,.w....:. 4,..:z.�.......hm.,a�.,.u..,<�.,.�...•..,..,....a...,......y.��.�,,..,.<,.,.......,..W<.,a,_.a..,. v _e. z: 77GENERAIL CONSTRUCTION NOTES: CONCRETE AND REINFORCING STEEL NOTES: CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. ELITEGENERAL CONTRACTOR - ELITE TOWERS L.P. 26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, TOWERS LP. CONTRACTOR: (CONSTRUCTION) SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, UNLESS NOTED PROPERTY OWNER - LAUREL STONE SUPPLY PLUS, INC. OTHERWISE. A HIGHER STRENGTH (4000 PSI) MAY BE USED. ALL CONCRETING WORK SHALL BE DONE IN OEM - ORIGINAL EQUIPMENT MANUFACTURER 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. ELITE TOWERS L.P. STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD 44 WEST JEFRYN BLVD 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND ELITE TOWER L.P. PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED 3• REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED SUITE Q5 -APPROVED BY THE LOCAL JURISDICTION. WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE (UNO). DEER PARK, NY 11729 PROJECT SPECIFICATIONS. WITH FLOWABLE FILL OR OTHER MATERIAL PRE SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, UNO. 3. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED G MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN 4. THE FOLLOWING AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. OTHERWISE IN DRAWINGS: RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSION'S, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO 29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION CONCRETE CAST AGAINST EARTH........3 IN. LAUREL STO N E ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. AND PRIOR TO PAYMENT. CONCRETE EXPOSED TO EARTH OR WEATHER: 6 AND LARGER ..........................2 IN. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE 30. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR 5 AND SMALLER & WWF........1 1/2 IN. ; CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: AUTHORITY REGARDING THE PERFORMANCE OF WORK. 31. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. SLAB AND WALL ........................3/4 IN. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER BEAMS AND COLUMNS..............1 1/2 IN. CONSTRUCTION DRAWINGS SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO, IN ACCORDANCE WITH ACI 301 7 02/07/20 ISSUED FOR FILING SECTION 4.2.4. 6 04/14/17 ISSUED FOR FILING 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, 33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE MONTH, BY ELITE TOWER L.P. TECHNICIANS. 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED 5 03/27/17 ISSUED FOR OONSiRUC.TION DRAWINGS. 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR 4110/07/16 ISSUED FOR CONSTRUCTION EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR 3 09/29/16 ISSUED FOR CONSTRUCTION7. PLANS ARE: NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE UNLESS Ol"HERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. 35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. ALL EXPANSION/WEDGE ANCHORS 2 08/22/16 ISSUED FOR CONSTRUCTION SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO LATEST REVISION ELITE TOWER L.P. MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXPANSION BOLTS SHALL BE PROVIDED BY FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, CONSTRUCTION OF GSM/GPRS WIRELESS SITES" AND ' 1 071316 ISSUED FOR CMTRU,7C)N THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR GROUNDING". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, 005/01/15 ISSUED FOR CONSTRUCTION PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED THE DRAWINGS SHALL GOVERN. 7. CONCRETE CYLINDER TEST IS NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC D 04/06/15 REVISED PER COM U4TS YARDS (IBC 1905.6.2.3) IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 36. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR SUPPLIER; 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL (A) RESULTS OF CONCRETE CYLINDER TESTS PERFORMED AT THE SUPPLIER'S PLANT, :,� • MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. CONTRACTOR IMMEDIATELY. (B) CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR o:.®;+ � I D 4%a W bqm ftv.vu I Im, 37. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. THE CONCRETE GRADE SUPPLIED. °' 9. IF THE SPE=CIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYLINDER TEST. n CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER Dewberry Engineers Inc. PRIOR TO PROCEEDING. 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES 8. AS AN ALTERNATIVE TO ITEM 7, TEST CYLINDERS SHALL BE TAKEN INITIALLY AND THEREAFTER FOR EVERY 50 YARDS 600 PARSIPPANY ROAD OF CONCRETE FROM EACH DIFFERENT BATCH PLANT. SUITE 301 PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. PARSIPPANY, NJ 07054 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND 9. EQUIPMENT S BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK 39. NO WHITE STROBE LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS AND HALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED, UNLESS IT IS VERIFIED PHONE: 973.739.9400 SHALL CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. BY CYLINDER TESTS THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED. FAX: 973.739.9710 REQUIREMENTS. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER 40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. DISCIPLINE.. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN 41. CONTRACTOR, SUBCONTRACTORS AND ANY SITE SPECIFIC PART/ PRODUCT/ CONCEALMENT ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE MANUFACTURER TO FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO MANUFACTURING, NA O LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. FABRICATION OR CONSTRUCTION. C 0� jy C7 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL CONSTRUCTION NOTES: ,k JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. * ` 1. FIELD VERIFICATION: r 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF CONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK, VERIZON WIRELESS ANTENNA PLATFORM AND ANTENNAS WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL LOCATIONS, AND MATTITUCK FIRE DEPARTMENT ANTENNA LOCATIONS. NOTIFY THE: GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO 13EGINNING CONSTRUCTION. 2. COORDINATION OF WORK: N 15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO CONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. SSIO COMMENCEMENT OF WORK. 3. CABLE LADDER RACK: GREGORY NAWROTZKI, P.E. CONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK, CABLE TRAY, AND CONDUIT AS REQUIRED TO 16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND SUPPORT CABLES TO THE NEW BTS LOCATION. NEW YORK LICENSE N0. 097512 STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. DOCUMENT. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS DRAWN BY: GFS TO THE SITE AND/OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF REVIEWED BY: JWS CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH CHECKED BY: GHN ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 21. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT PROJECT NUMBER: 50070398 LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. JOB NUMBER: 50070399 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED SITE ADDRESS: AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. 23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH 7055 MAIN ROAD THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE MATTITU C K NY 11952 RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 24. THE AREAS OF THE LANDLORD'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION SHEET TITLE GENERAL NOTES RECEIVED JUN5 2 SHEET NUMBER Southold Town Planning Board a_ y . a77777 G N 1 ELITE :TOWERS LP. MIR FCL NO. -err"001JI",'ITY Y ELITE TOWERS L.P. SUrFOLK 44 WEST JEFRYN BLVD SUITE Q5 112� § r a°� € 4 + DEER ARK, NY 11729 VATER, NO, i a. LAUREL STO N E NIPi 41 CONSTRUCTION DRAWINGS \ 'e 7 02/07/20 ISSUED FOR RUNG 6 04/14/17 ISSUED FOR FILING / \ 5103/27/17 ISSUED FOR CONSTRUCTION a° 4 10/07/16 ISSUED FOR CONSTRUCTION 309/29/16 ISSUED FOR CONSTRUCTION m 5.1 " ` 2 08/22/16 ISSUFOR CONSTRUCTION 1 07/13/16 ISSUED FOR CONSTRUCTION 4 0 05/01/15 ISSUED FOR CONSTRUCTION / D 04/06/15 REVISED PER OOMMETITS Dewberry C%.iL Dewberry Engineers Inc. 600 PARSIPPANY ROAD SUITE 301 \ PARSIPPANY, NJ 07054 500 RADIUSI a\ PHONE: 973.739.9400 FAX: 973.739.9710 . .._ I 7 � ALL AT C O i ;i # \ I 8.9 FOR MLa PI.Q. O ` 9 51?. IR \ x A GREGORY NAWROTZKI, P.E. ° r NEW YORK LICENSE NO. 097512 \ \ p IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ALICE SEDRPROFESSIONALACTINGEENGINE RTHEIRION TOTA TERFTHIS a •'� \ � � DOCUMENT. DRAWN BY: GFS ,R, • � ,�" , REVIEWED BY: JWS ANI 2M 4.2 p CHECKED BY: GHN "3„ a \ 5% �g FPROJECT NUMBER: 50070398 JOB NUMBER: 50070399 •/ '°� r SITE ADDRESS: Am 7055 MAIN ROAD 24.23or MATTITU C K , NY 11952 ` e SHEET TITLE , . -� �, e TAX MAP TAX MAP 1 �� 1 ® SHEET NUMBER 0' SCALE: 1"=200' FOR 11"x17" JUN 5 2020 1"=100' FOR 22"x34" /o� 2 100' 200' �—_-- Southold town A 1 Planning Board ELITE TOWERS LP. ELITE TOWERS L.P. 44 WEST JEFRYN BLVD SUITE Q5 DEER PARK, NY 11729 F AUREL STONE CONSTRUCTION DRAWINGS 7 02/07/20 ISSUEDFOR RUNG 6 04/14/17 ISSUEDFOR FIUNG 5 03/27/17 ISSUED FOR CONSTRUCTION 4 10/07/16 ISSUED FOR CONSTRUCTION 3 09/29/16 ISSUED FOR CONSTRUCTION 2 08/22/16 ISSUED FOR CONSTRUCTION 1 07/13/16 ISSUED FOR CONSTRUCTION 0 05/01/15 ISSUED FOR CONSTRUCTION D 04/06/15 REVISED PER COMMENTS my ff It's Dewberry Engineers Inc. 600 PARSIPPANY ROAD SUITE 301 PARSIPPANY, NJ 07054 PHONE:973.739.9400 FAX: 973.739.9710 ��p�� NA 0 t�, ��oA o9 512•A ��` Ro . SS{ONp,�. GREGORY NAWROTZKI, P.E. NEW YORK LICENSE NO. 097512 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. PROPERTY OWNERS LIST SECTION BLOCK LOT PROPERTY OWNER & ADDRESS PROPERTY LOCATION ZONING DRAWN BY: GFS 122 6 35.9 SUFFOLK COUNTY WATER AUTHORITY NO # ROUTE 25 B 4060 SUNRISE HWY MATTITUCK, NY REVIEWED BY: JWS OAKDALE, NY 11769-1005 122 6 36 6955 ROUTE 25 CORP 6955 ROUTE 25 B CHECKED BY: GHN PO BOX 199 MATTITUCK, NY MATTITUCK, NY 11952-0199 PROJECT NUMBER: 50070398 125 1 19.4 EDWARD & SHARON SCHMIDT 6865 ROUTE 25 B PO BOX 263 MATTITUCK, NY JOB NUMBER: 50070399 NEW SUFFOLK, NY 11956-0263 126 1 1 .2 KEIL ALVAHS LANE FARM LLC NO # ROUTE 25 R-40 SITE ADDRESS: 30 E GATE DRIVE MATTITUCK, NY HUNTINGTON, NY 11743 126 1 1 .1 KEIL BRAY AVE LLC 7100 ROUTE 25 R-40 30 E GATE DRIVE MATTITUCK, NY 7055 MAIN ROAD HUNTINGTON, NY 11743 MATTITUCK , NY 11952 126 1 2 KEIL ALVAHS LANE FARM LLC 6950 ROUTE 25 R-40 30 E GATE DRIVE MATTITUCK, NY HUNTINGTON, NY 11743 SHEET TITLE PROPERTY OWNERS LIST RECEIVED SHEET NUMBER �— JUN 2 5 2020 Southo!d Town Planning Board A - 2 11-1 ---- �- - I -,----.,I - 11-.--- - 11-11-- ---- I � 11--l- - I � 1-1 -- -.- I ---- ------- - -- I I - I . . � ----- . -- - ------ -- ----- IIIIIIIIIIIIIIIIIIIIIII I I I ...---- 11�1� ��'-11"� 1* ---. .� .� ;� , I M I I .. �': - -'�7 11 I , W�M%Q�� .*��, i� .1 ,, :0 .1 I � :�o&::� W ,".7.',�� -: ,-- I - _ � I �,j . 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"�... , , �,,,��,��.,\,��,,iii�,,��.,.,,i '\:, � 111--.- ��"P-,,'g.-,..',��:��:: .;%;��: ,,��:` :::.I I . � .. - , -111 I - " :1 . , \�� \ " , :::, , - I , xm 4-1:4z:oY-'X",,o \ \ \, m ff, , I � I 1 - 1, ` I:, . .. 117 : - 1\ I,�. .....:--,"'' I ., .I'- 11-... �, :: - - . , 1--, -,��m,::� 1, I I �.T, , , �� , I \ \, \ , "r � 4,11:11-.. -1 � 'm 1 % \ \\ , \ \ \ \ " ommms� � �31 I . -- 00 �--511..m IMWR� MATTITUCK , NY 11952 � ... � -XII-0i. 1: � m"'.,\M N''.1%WTmm I . ,"', , \ ..,� .11.1,I ':.. �,,.��I ��:x 1,, I LEGEND B - GENERAL BUSINESS AC - AGRICULTURAL ---_ . CONSERVATION (2 ACRE) . ----� .-----..�� --`-.---1. N\� I SHEE7 TITLE ---� .----,. ---, VICINITY MAP 2 --- . . ----,.-� .�� SCALE: 1"=200' FOR 1 1"xl 7" .----, -----�-�- I NOTES: $5, I �. .---1. .-----,. 1 =1 00' FOR 22"04" .--�- :�� N VICINITY MAP I 1 . NO EXISTING LANDMARKS LISTED BY FEDERAL, ot 100' 200' - --'� R-40 RESIDENTIAL LOW R-80 RESIDENTIAL LOW STATE, OR TOWN AGENCIES WITHIN 300 FEET. RECEI%V#Eru*% 2. THE MAIN ROAD HISTORIC DISTRICT IS ELIGIBLE - DENSITY (1 ACRE) DENSITY (1 ACRE) NUMBER -, . FOR LISTING ON THE STATE REGISTER, BUT HAS NOT I ./,/// / ,/ / ." F�� I JUN 2 5 2020 /// BEEN RECOGNIZED, FOR THE NATIONAL REGISTER. / '/ - /// . L----5 o-ut�-ol-dT o\W-n -- /// ,// . / . . I I Planning Board ////////// / * r7 2 . //// V/ . I A I ,/ - ,- / // /I /z/ - I - --- - . I � . GENERAL NOTES \ \ 1. SUBJECT PROPERTY IS KNOWN AS DISTRICT 1000, SECTIO 35.4 AS SHOWN ON THE TOWN OF SOUTHOLD TAX MAPS. ELITN 122, BLOCK 06, LOT TOWERS LP. \` \ 2. APPLICANT: ELITE TOWERS L.P. 44 WEST JEFRYN BLVD, SUITE Q5 ELITE TOWERS L.P. DEER PARK, NY 11729 44 WEST JEFRYN BLVD CO—APPLICANT: NEW YORK SMSA LIMITED PARTNERSHIP SUITE Q5DEER PARK, NY 11729 d/b/a VERIZON WIRELESS / 4 CENTERLOCK ROAD �o WEST NYACK, NY 10994 0/ CO—APPLICANT: NEW CINGULAR WIRELESS PCS, LLC (AT&T) / ops SQ ONE AT&T WAY LAUREL STONE '9. `�Qo BEDMINSTER, NJ 07921 3. PROPERTY OWNER: LAUREL STONE SUPPLY PLUS, INC. 7055 MAIN ROAD f �9J PROPOSED 110' TALL MATTITUCK, NY 11952 � \ CONCEALMENT POLE • 4. SITE PLAN DATA OBTAINED FROM SURVEY BY AMERICAN ENGINEERING & LAND / i 2 SURVEYING, P.C., STEPHEN E. RAVN, P.E., L.S., DATED OCTOBER 28, 2014. CONSTRUCTION DRAWINGS 7 02/07/20 ISSUED FOR FILING / v =,o�r� � �J<< \ 5. THE PROPOSED USE IS FOR TELECOMMUNICATIONS AND IS NOT INTENDED FOR PERMANENT EMPLOYEE OCCUPANCY. THEREFORE, POTABLE WATER, SANITARY 6 04/14/17 ISSUED FOR FILING SEWER AND ADDITIONAL ON—SITE PARKING ARE NOT REQUIRED. 5 03/27/17 ISSUED FOR CONSTRUCTION 'S" \ \ 6. FACILITY SHALL BE VISITED ON THE AVERAGE OF ONCE A MONTH FOR 4110/07/16 ISSUED FOR CONSTRUCTION 'S' z �tio MAINTENANCE AND SHALL BE CONTINUOUSLY MONITORED FROM A REMOTE 3109/29/16 ISSUED FOR CONSTRUCTION Co' • ieo ` s'`so FALL ZONE RADIUS FACILITY. 208/22/16 ISSUm FOR CONSTRUCTION 7. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL STATE AND 1 07/13/16 ISSUED FOR CONSTRUCTION /0 �O Pi 8s• �" ?B6 SOF Goh�Ggl \� 1 LOCAL CODES, INCLUDING ANSI/EIA/TIA-222, AND COMPLY WITH ELITE TOWERS p 05/01/15 ISSUED FOR CONSTRUCTION .64 1 V. �� 22'-1 oo�'�s> e �s9 gGTyO L.P. SPECIFICATIONS. " D 04/06/15 REVISED PER ODAC�ITS + ,cAB�B� 8. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG (1-800-272-1000) FOR I _ e IDENTIFICATION OF UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. 220'-0" 9. NO LIGHTING AT THE TOWER IS PROPOSED OR REQUIRED BY THE FCC OR FAA. ';1 ' 10. THERE WILL NOT BE ANY SIGNS OR ADVERTISING ON THE ANTENNAS OR Dewberry Engineers Inc. >5,, �> / EQUIPMENT. rY g I 600 PARSIPPANY ROAD 11. THERE IS NO PROPOSED GRADING REQUIRED FOR THIS LOCATION. SUITE 301 PARSIPPANY, NJ 07054 I ' - I 12. NO NEW ACCESS ROAD OR DRIVEWAY IS BEING ADDED. ACCESS IS CLEAR FROM PHONE: 973.739.9400 �9 17 /\1 sc �o�s 6R �; zy \ �gJ rx.sB 9y ?r� �s / A T'',000For MAIN RD TO THE FENCED COMPOUND. FAX: 973.739.9710 1 �� S7 a qGC l° , q�C o �•. / � F 2F I I Ob o CY) \\ \ he / gclPs PfSSCy9J \ ` �Q' NA PROPOSED 50'x50' (2500 SF) C-2 EQUIPMENT COMPOUND r`'s ` �s, 9��9., / x� \ �¢ te * yk \ CENTERLINE OF \ ACCESS ROAD 4A RECEIVED '�� . SSIUN JUN 2 5 2020 1>,9 ty S��F ''° ?JJ epi \�Oo�° Q� ' L GREGORY NAWROTZKI, P.E. \ \` \\j O� s • 40 / jeS/lO c��O P4, �,p�° �o� P� -- Southol Town NEW YORK LICENSE N0. 097512 \ \ s c� 4l Planning Board \ o F IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS \ -- _ �L THEY ARE ACTING UNDER THE DIRECTION OF A 0' ---�- p� LICENSED PROFESSIONAL ENGINEER TO ALTER THIS p� ''. tie" BULK REQUIREMENTS FOR ZONE B — GENERAL BUSINESS DOCUMENT. 4� s 23� � ti �C� QRS• FTF \ gsA�q 99� eP�°q REQUIRED EXISTING PROPOSED REMARKS . D9. 23 oQ�P�Q 2 Y,F9 DRAWN BY: GFS ��° o�'�� ' LOT SIZE: 71,725 SQ. FT. LEGEND � <� 4tio �4 � �P� � 30,000 NO CHANGE `gmoF2�Fc � 12) \ �� SQ. FT. �Q h� 1.6466 A REVIEWED BY: :::JW::SD S 82'17"56"W PROPERTY/EASEMENT LINE s�T�oo�F4l oFir / 9PF \ \ \ �Q�� o�� /�� ti e LOT WIDTH: 150 \ ° s' \ 105.28 Existing LIGHT LINE WORK AND TEXT \ roti e�o1�14s°o,�A �<F� ��` ,� SQ, FT, NO CHANGE CHECKED BY: GHN DENOTES EXISTING CONDITIONS PROPOSED \ / / 6 FF \ F 0 �`o ��° LOT DEPTH: 150 439.35 PROJECT NUMBER: 50070398 HEAVY LINE WORK AND TEXT .� o,; \ \ �o O '� SQ. FT. NO CHANGE DENOTES PROPOSED CONDITIONS BUILDING/STRUCTURE �� ,,� tiry V LANDSCAPE AREA: 35% >35% NO CHANGE JOB NUMBER: 50070399 'gyp, � �'\ ,ti's ,,s\-1 PROPOSED UNDERGROUND POWER & ~ f49,_5" (291'_6" SITE ADDRESS: - -x—x--x CHAIN LINK FENCE 3 TELCO CONDUITS FROM STREET TO Opo h�0 �� • SETBACKS: FRONT -0- UTILITY POLE C_4 PROPOSED EQUIPMENT COMPOUND SETBACK LINE PROPOSED ZELCOVA (LINDEN) ti �yh �C-) "/ SIDE 25 FT. ±42'-8" ±65'-5" ��°; - - E - - - ELECTRIC SERVICE TREES 2"-3" CALIPER ® BREAST BOTH SIDES 50 FT. ±102'-6" ±138'-3" TELEPHONE SERVICE HEIGHT (TYP.-3) SHOWIN IN , 35 FT. ±295'-8" ±85'-4" - - T -- - - � REAR AMSL ABOVE MEAN SEA LEVEL APPROXIMATE LOCATIONS HEIGHT: 35 FT. > 35 FT. 110 FT. 7055 MAIN ROAD MATTITU C K , NY 11952 AGL ABOVE GROUND LEVEL DISTANCE PROPOSED POLE TO FACILITY TO NEAREST — — HOUSE _ x 1 12.59 SPOT ELEVATION ' RESIDENTIAL STRUCTURE ±560'-0" — — 108 -- — — EXISTING CONTOUR DISTANCE PROPOSED 108 PROPOSED CONTOUR FACILITY TO NEAREST — — POLE TO SHEET TITLE PROPERTY LINE WITH R-40 = — LIMITS OF DISTURBANCE RESIDENTIAL USE ±505'-0" LIMITS OF DISTURBANCE HEIGHT OF ANTENNA 80 FT _ 110 FT. SITE PLAN WITH SILT FENCE SUPPORT STRUCTURE SITE PLAN NOTES ��rvv-wv-wY BRUSH LINE SCALE: 1"=60' FOR 11"x17" DISTANCE OF 1"=30' FOR 22"x34" POLE TO STREET — — ±321'-6" SHEET NUMBER NOTES: 1. EXISTING MONUMENTS ARE NOT TO BE O' 30' 60' DISTURBED. NOTE: 1 COMPOUND LOCATION IS WITHIN 500 FEET TO RESIDENTIAL DISTRICTS C _ ..., .,. _.�.:,, _ .._. ......: ..,,.�..e.�M..�.�� „uw...�.., ....�L�.W.��..�...v..,W.,..�.�a.._,.....�.._,��w,...�,,.��.a�.,�� ... . ..,�.._..�_..�. ... .,.._y.,. ..�.��....,..��. LL ._.a_.x .,.�.....�_�.wL...�...�..�.....,.� ELITE TOWERS LP. ELITE TOWERS L.P. 8 PROPOSED FIRE 44 WEST JEFRYN BLVD DEPARTMENT WHIP SUITE Q5 50'-0" - C-4 ANTENNA DEER PARK, NY 11729 TOP OF PROPOSED FIRE DEPARTMENT WHIP ANTENNA ELEV. = 119'-6" A.G.L. X X X X X X X X X X X X-------7 411 XLAUREL STOiVE — — — PROPOSED (3) VERIZON WIRELESS 36"0 TOP --►j _ TOP OF PROPOSED CONCEALMENT POLE x F � ANTENNAS MOUNTED INSIDE n n ELEV. = 110'-0" A.G.L. CONCEALMENT POLE (BY OTHERS) I I I I o zo^ CL PROPOSED VERIZON WIRELESS X III I p °- - - ANTENNAS 1BY I w� ELEV. = 105'-6" A.G.L. X ( I BOTTOM_OF ANTENNA SECTION - U U CONSTRUCTION DRAWINGS ? ELEV. = 100'-0" A.G.L. IED 7 02/07/20 ISSUED FOR FILING X PROPOSED (3) AT&T ANTENNAS MOUNTEDI I I I _ CL OF AT&T ANTENNAS�BY OTHERS 6 04/14/17 ISSUED FOR FILING A INSIDE CONCEALMENT POLE (BY OTHERS) ELEV. - 95'-0" A.G.L. 5 03/27/17 ISSUED FOR CUERJC110N x 10'x20' EQUIPMENT • O '° U u 4110/07/16 ISSUED FOR CONSTRUCTION AREA I i BOTTOM_ OF ANTENNA_SECTION _ PROPOSED VERIZON WIRELESS X ELEV. = 90'-0" A.G.L. fl-f1 3 09/29/16 ISSUED FOR OONS`ffMTON 12'x30' EQUIPMENT AREA WITH PROPOSED (3) AT&T ANTENNAS MOUNTED 1 111 2 08/22/16 ISSUED FOR OONSTRUC11ON x CABINETS, GENERATOR AND PROPOSED 6' HIGH INSIDE CONCEALMENT POLE I I I I _ CL OF AT&T ANTENNAS (BY OTHERS 1 07/13/16 ISSUED FDR CONSTRUC110N BY OTHERS) I OVERHEAD WEATHER CANOPY CHAIN LINK FENCE 5 ( I III ELEV. = 85'-0" A.G.L. PROPOSED FIRE (BY OTHERS) X WITH GREEN PRIVACY C-3 L1J1 005/01/15 ISSUED FOR OONS1T�lJC110N IDEPARTMENT 7/8"0 SLATS BOTTOM_ OFANTENNA SECTION - n D 04/06/15 REMISED PER OOIvNENiS COAX CABLE TO BEFRIIP� ELEV. = 80 -0 A.G.L. 11 X ROUTED INSIDE ; I CONCEALMENT POLE ( ; 0 11 - - CL OF FUTURE ANTENNAS i I PROPOSED FIRE 11 ELEV. = 75'-0" A.G.L.1;;j_) — — ; DEPARTMENT CABINET 7 x 11 em ON ON 4'-0" X 7'-0" av BOTTOM_OF ANTENNA_SECTION - H �' o X i - CONCRETE PAD O_4 ELEV. = 70'-0" A.G.L. PROPOSED 110 TALL 1 1 Dewberry Engineers Inc. I CONCEALMENT POLE ____________ _ _ _ ; -�� X I I _ _ CL OF FUTURE ANTENNAS SUI PARSIPPANY ROAD SUITE 301 `n 1 1 1 1 ELEV. = 65'-0" A.G.L. PARSIPPANY, NJ 07054 PROPOSED 4 ) X 5 I BOTTOM OF ANTENNA_SECTION X I I i 7'-0" (28 SF) C_4 i 1 - - M p FAX 9737 39 9 9.90400 CONCRETE PAD 1 PROPOSED FIRE ELEV. = 60'-0" A.G.L. — ; ___ ____ 1 ) X DEPARTMENT 3 PROPOSED 110' III o 200-Opt ; �- -- ----------- 1 III CL OF FUTURE ANTENNAS UNDERGROUND POWER C-4 TALL CONCEALMENT POLE » i I 1 AND TELCO CONDUITS III ELEV. = 55'-0" A.G.L. 0�I 1 I BOTTOM_OF ANTENNA_SECTION4�4 - I 10'x20' AT&T CONCRETE X ELEV. = 50'-0" A.G.L. NA O 10 x20 EQUIPMENT I I I EQUIPMENT PAD WITH � 1 1 Cl O� I AREA X I I i CABINETS AND GENERATOR 1 I PROPOSED FIRE 1 r► i (BY OTHERS) i I DEPARTMENT 7/8" �.; N COAX CABLE TO BE 1 ROUTED INSIDE I PROPOSED 50'x50' (2500 SF) r --- _ 1 CONCEALMENT POLE EQUIPMENT COMPOUND X I - - 1 I ��O 09 I I o PROPOSED FIRE 6 I I 1 PROPOSED VERIZON WIRELESS 9'-0" DEPARTMENT OVERHEAD I I X PROPOSED MESA 2 1 TALL OVERHEAD WEATHER CANOPY RD , SSIONP CABLE TRAY C-4 - 3=-11 pp -- -J 1 CABINET C_4 5 i (BY OTHERS) (BEYOND) X r __ PROPOSED (2) 6' WIDE1 PROPOSED AT&T 10'-0" x 20'-0" GREGORY NAWROTZKI, P.E. ACCESS GATE I (200SF) CONCRETE EQUIPMENT PAD NEW YORK LICENSE NO. 097512 I WITH CABINETS (BY OTHERS) IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS 5 PROPOSED 6' HIGH THEY ARE ACTING UNDER THE DIRECTION OF A CHAIN LINK FENCE I PROPOSED MULTI-METER 1 LICENSED PROFESSIONAL ENGINEER TO ALTER THIS i C-3 WITH GREEN PRIVACY I RACK WITH 800 AMP DOCUMENT. 2'-0" SLATS I SERVICE C-4 X x I _X_X x 1 DRAWN BY: GFS 1'-0" PROPOSED PAD 1 X /\ X MOUNTED TRANSFORMER ( PROPOSED MESA 2 PROPOSED 50'x50' (2500 SF)-/ CABINET EQUIPMENT COMPOUND (BY OTHERS) I C-4 o o REVIEWED BY: JWS � � _ 0 1 PROPOSED PAD MOUNTED — — — — — — — TRANSFORMER (BY OTHERS) / yr ,I,; q �,_ : - CHECKED BY: GHN PROPOSED BOLLARD % i _Lill � o ., (TYP.) Existin �y y '®x - PROJECT NUMBER: 50070398 Existing Grade Elev: 430' AMSL PROPOSED 2 6' WIDE PROPOSED UNDERGROUND POWER & g JOB NUMBER: 50070399 5 1 PROPOSED MULTI-METER RACK TELCO CONDUITS FROM STREET TO C-3 ACCESS GATE C_4 WITH 800 AMP SERVICE PROPOSED EQUIPMENT COMPOUND C-3 44"� BASE FsITE ADDRESS: NOTES: 1. PROPOSED 110' CONCEALMENT POLE AND CONCEALMENT POLE FOUNDATION TO BE DESIGNED BY COMPOUND PLAN OTHERS NOTES: 2. CONCEALMENT POLE FOUNDATION SHALL BE DESIGNED TO SUPPORT THE CONCEALMENT POLE 7055 MAIN ROAD 1. ALL DISTURBED AREAS OUTSIDE OF COMPOUND SCALE: 1 -5�0 FFOR22��1x34��7 BUILT TO CAPACITY UTILIZING A GEOTECHNICAL INVESTIGATION BY A LICENSED NY P.E. MATTITU C K NY 11952 SHALL BE RESTORED TO EXISTING CONDITIONS. 3. THE CONCEALMENT POLE AND FOUNDATION SHALL BE DESIGNED PER THE TIA-REV F STANDARD. 2. PROPOSED GRADES TO MATCH EXISTING GRADES, p' �� S' 10' IT SHALL PROVIDE A STRUCTURAL ANALYSIS OF THE CONCEALMENT POLE PREPARED BY A UNLESS OTHERWISE NOTED. LICENSED NEW YORK PROFESSIONAL ENGINEER CERTIFYING THAT THE PROPOSED CONCEALMENT POLE AND FOUNDATION HAVE SUFFICIENT CAPACITY TO SUPPORT ALL PROPOSED ANTENNAS, SUPPORTS AND APPURTENANCES AND COMPLIES WITH THE CURRENT NEW YORK ADOPTED BUILDING CODES AND TIA CRITERIA. FSHEET TITLE 4 THE LISTED IN THE OR IS STRUCTURALO ANALYSIS SLE OCERTIFICATION,IRM T RIIORAND ALL TO INSTALLATION.ATTACHMENTS MATCH THOSE COMPOUND P LAN 5. THE POLE WILL BE BLUE/GRAY & ELEVATION SOUTHWEST ELEVATION RECEIVED FSHEET NUMBER SCALE: 1"=20' FOR 11"x17" 2 -� 1"=10' FOR 22"04" JUN 2 5 2020 �1 0' 10' 20' Southold Town ` Planning Board �J ELITE ELITE TOWERS LP. TOWERS L.P. FENCE POST ® ELITE TOWERS L.P. 8'-0" o.C.SE FOR INFORMATION OR CONCERNS 44 WEST JEFRYN BLVD PLE > DRAWSTRING RUNNING REGARDING THIS FACILITY SUITE Q5 FABRIC SECURED TO POST THROUGH FABRIC ASE CALL 1 -800—XXX—XXXX DEER PARK, NY 11729 WITH METAL FASTENERS AND ALONG TOP OF FENCE REINFORCEMENT BETWEEN 0) LAUREL STONE FASTENER AND FABRIC 3/4" WASHED STONE THIS IS AN ELECTRONICALLY MONITORED SILT ACCUMULATION 3/4" CRUSHED STONE FACILITY. CONTACT THE NETWORK ASTM C33, SIZE No. 57 MANAGEMENT CONTROL CENTER LAUREL STONE z �2" (MIN.) PRIOR TO ENTRY N � � . . CHAIN LINK FENCE REMOVE TOPSOIL AND REPLACE NO TRESPASSING COMPOUND AREA WITH 3/4 GRAVEL SURFACING, 00000000000000 000000000 0/�\ \ \' 4" MINIMUM 00000000000000000000000 RED i'-o" CONSTRUCTION DRAWINGS (MIN : z EXISTING GRADE NON VEGETATIVE WEED BARRIER _'; :. '�` NOTE: 7 02/07/20 ISSUED FOR FILING 6„ GRADE TO DRAIN FABRIC "IMPAR, HEAVY GRADE" BY s M `: ' 604/14/17 ISSUED FOR FILING N REEMAY, 1-800-321-6271 OR 1. SIGN TO INCLUDE BLACK LETTERING EXCEPT AS 503/27/17 ISSUED FOR CONSTRUCTION APPROVED EQUAL NOTED, ON WHITE BACKGROUND, ON METAL. DIG 6" DEEP 'FRENCH, \ WEED BARRIER- COMPACTED CONTACT ELITE TOWERS PROJECT MANAGER FOR 4 1% ED 7/16 ISSUFOR OONSTRUGTION BURY BOTTOM FLAP, TAMP COMPACTED "TYPAR" LANDSCAPE SUBGRADE EXACT TELEPHONE EMERGENCY NUMBER. 3 09/29/16 ISSUED FOR CONSTRUCTION IN PLACE SUBGRADE FABRIC OR EQUAL 2 08/22/16 ISSUED FOR OONSTRUCTTON SILT FENCE DETAIL GRAVEL SURFACING DETAIL GRAVEL ACCESS AREA DETAIL EMERGENCY SIGN DETAIL 1 07/13/16 ISSUED FOR CUERJCrION SCALE: N.T.S. 1 SCALE: N.T.S. 2 SCALE: N.T.S. 3 SCALE: N.T.S. 4 0 05/01/15 ISSUED FOR CONSTRUCTION D 04/06/15 1 REVISED PER OOMvF]NM low �s®se 1. GATE POST, CORNER, TERMINAL OR PULL POST 2-1/2"4 SCHEDULE 40 FOR GATE WIDTHS UP TROUGH 4 FEET PER ASTM-F1083. Dewberry Engineers Inc. 600 PARSIPPANY ROAD 2. LINE POST: 2"0 SCHEDULE 40 PIPE PER ASTM—F1083. SUITE 301 PARSIPPANY, NJ 07054 3. GATE FRAME: 1-1/2"0 SCHEDULE 40 PIPE PER ASTM-F,083. PHONE: 973.739.9400 FAX: 973.739.9710 4. TOP RAIL & BRACE RAIL: 1-1/2"0 SCHEDULE 40 PIPE PER ASTM-F1083. 5. FABRIC: 12-GAUGE CORE WIRE SIZE 2-INCH MESH, CONFORMING TO ASTM-A392. 6. TIE WIRE: MINIMUM 11-GAUGE GALVANIZED STEEL AT POSTS AND RAILS A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE ---._. BY HOG WITH FABRIC 14-GAUGE, 4-POINT BARBS SPACED ON APPROXIMATELY 5 INCHES CENTERS (BLACK). �.�P ¢•� N,a�rO,Q �O 7. TENSION WIRE: 7-GAUGE GALVANIZED STEEL. 8. GATE LATCH: DROP DOWN LOCKABLE FORK LATCH AND LOCK, KEYED ALIKE FOR ALL SITES IN A GIVEN MTA. 9. HEIGHT = 6 FEET VERTICAL. 10. ALL FENCE COMPONENTS SHALL BE GALVANIZED, EXCEPT CHAIN LINK FENCE, IN ACCORDANCE WITH ASTM A123 "ZINC (HOT-DIP �FpA �9 51 Z.k GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS. Rp . SS 0% FINISHED GRADE- MATCH SLOPE 11. FENCE WILL HAVE GREEN PRIVACY SLATS. THICKNESS AND MATERIAL OF EXISTING CONDITIONS OR AS GREGORY NAWROTZKI, P.E. DIRECTED BY THE ENGINEER. NEW YORK LICENSE NO. 097512 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS TYPICAL CHAIN LINK FENCING NOTES 28" * THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS GATE GATE DOCUMENT. (INSTALL FENCING PER ASTM F-567, SWING GATES PER ASTM F-900) SUPPORT ARM POST POST CORNER, GATE, END 6'-0" MIN 6'-0" MIN WARNING TAPE DRAWN BY: GFS OR PULL POST TOP BRACE CLR OPNG. CLR OPNG. RAIL TOP RAIL TOP BRACE RAIL U REVIEWED BY: =WS - - - - - - - - - - - 1 _—_—_— — — — — —_ ( I— _III CHECKED BY: GHN ATE w/OC LATCH Z -III -- ------- I I I- o PROJECT NUMBER: 50070398 STRETCHER z o II PROJECT 1„ ABOVE I STRETCHER z BAR ” = m GROUND AND SLOPE io BAR `D _ _ -_- -_ UNDISTURBED DIAGONAL ROD w/ v EXTERIOR ALL AROUND (TYP.) N -III _ _-_ - - - JOB NUMBER: 50070399 ' STEEL TURNBUCKLE (0 O Y SIDE I DIAGONAL ROD - - - - - - - - - - — z z FACILITY I _ _ -_-_- z BOTTOM TENSION J I SIDE w/STEEL _ _____________ - CLEAN FILL CONTROL SITE ADDRESS: WIRE " TURNBUCKLE -III - - - - - - - - - - - - - _ III- 1 a 6 * 6 I COMPACTED IN 12" LIFTS) . " 0 TENSION I FINISHED GRADE FINISH GRADE MIN _ '"' �'�.k. FINISHED GRADE CROWN _ _ OR EXISTING WIRE OR EXISTING _ (MIN) (MIN) GROUND GROUND OR GROUND II 1-1/2" MAX. 7055 MAIN ROAD II CO z — CLEARANCE 1-1/2" MAX. ( III co z 1-1/2 (MAX.) I I I I GATE I I I = I I - CLEAN SAND CONCRETE FOOTING 1 ►r, FROM GRADE CLEARANCE 1'-0" U M 1 11 1 FRAME I I I MATTITU C K , NY 11952 L FROM GRADE MIN. �1� (4000 FSI) IN I I I — Iil Iil II - I II I � TWO (2) 4" PVC z CONCRETE FOOTING -III III I I I I ( I CONDUITS FOR ELECTRIC MIN. (4000 PSI) NOTE: TWO (2) 4" PVC CHAIN LINK, CORNER, GATE MINIMUM SEPARATION PER TELCO AND UTILITY CONDUITS FOR TELCO SHEET TITLE EIND OR PULL POST DETAIL CHAIN LINK FENCE DETAIL CHAIN LINK GATE DETAIL COMPANY REQUIREMENTS. RECEIVEDCIVIL/STRUCTURAL JUN �---- 2 5 2020 DETAILS- 1 Southold Town SHEET NUMBER Planning Board FENCE COMPOUND DETAILS / NOTES 4" PVC UTILITY TRENCH DETAIL SCALE: N.T.S. 5 C SCALE: N.T.S. 6 85.37" 30.94" ELITE TOWERS LP. 3-1/2" O.D. UNISTRUT PIPE/CONDUIT CLAMP P1119 OR POST P2558-35 (GALV.) (TYPICAL) FOLLOW MFG. ELITE TOWERS L.P. RECOMMENDATIONS FOR BOLT TORQUE O N 44 WEST JEFRYN BLVD SUITE Q5 FINISHED GRADE- MATCH SLOPE DEER PARK, NY 11729 — — — — — — THICKNESS AND MATERIAL OF MAIN DISCONNECT 6 — — — — — 28" * EXISTING CONDITIONS OR AS TO BE FIELD DETERMINEDSWITCH, TYP. "O DIRECTED BY THE ENGINEER. �- - - - -J61 YO SCH. 40 METER BANK 'MA' (I / � WARNING TAPE LAUREL STONE PIPE (GALV.) NAMEPLATE TYP. (SEE I� �� N OR NAMEPLATE TABLE YO RGS CONDUIT SHEET E-2) II_ U (GALV. TYP.) PIPE CAP (TYP) MESA PRE-INSTALLED _ --------____ DISTRIBUTION PANEL PLAN VIEW I �— _III - - - - - - - - - - - - -1 - —� I w � ® __- _________ -= I I I CONSTRUCTION DRAWINGS o Q Q UNISTRUT P1001 GALV. I ________ I 7 02/07/20 ISSUED FOR FILING wo 0, 0 N -III - - - - - - - -- - - - - - 6 04/14/17 ISSUED FOR FILING _ UNDISTURBED L J O — — — — — — — — — — — — – I o I - - - - - - - - - - - - 5 03/27/17 ISSUED FOR CONSiRUC110N (C' _ - - - - - - - - - - - - - _ 0 a - - - - - - - - - - - - - - 41%7/16 ISSUED FORCONSiRUC110N - - ------------- - - - - - - I I (- CLEAN FILL (CONTROL 3 09/29/16 ISSUED FOR CONSTRUCTION 6 6 11 I COMPACTED IN 12" LIFTS) 2 08/22/16 ISSUED FOR CONSTRUCTION FINISHED GRADE `D - _ (MIN) (MIN) III- 1 07/13/16 ISSUED FOR CONSTRUCTION + + I 0105/01/15 ISSUED FOR CONSTRUCTION D I 04/06/15 REVISED PER OOM ENTS I 10"0 PLAIN - ( I - CLEAN SAND �l CONCRETE PIER • ' III III I I — III I I I I ( (1) 2" PVC CONDUITS '` •®11' Denwherry STRONGWELL BOX -III III I I I I 1 (- FOR ELECTRIC "• PROVIDE WATERTIGHT HEAVY Dewberry Engineers Inc. DCOVERMONE SPARE SOCKETS NOTE: " ry 9. 600 PARSIPPANY ROAD (1) 2 PVC CONDUITS (TYP. OF 4) MINIMUM SEPARATION PER TELCO AND UTILITY FOR TELCO SUITE 301 COMPANY REQUIREMENTS. PARSIPPANY, NJ 07054 PHONE: 973.739.9400 FAX: 973.739.9710 FRONT VIEW SIDE VIEW METER BANK MOUNTING DETAIL MESA CABINET 2" PVC UTILITY TRENCH DETAIL SCALE: N.T.S, SCALE: N.T.S. 2 SCALE: N.T.S. 3 y. NA 6 IN. 0, 2500 PSI CONCRETE FILLED, SCH r 40 STEEL PIPE z BOLLARD POST CAP (TYP.) ul 512'x` o SSI01A 1/2 CROWN 11 HEAVY DUTY 'GRIP-STRUT' ` z I I 2'-0" WIDE R E C I \!ED GREGORY NAWROTZKI, P.E. NEW YORK LICENSE NO. 097512 LJ o JUN 2 5 2020 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS _ _ WAVEGUIDE THEY ARE ACTING UNDER THE DIRECTION OF A w_ fI�- -1T1=1 II 1 �_� =iii J L` Southold Down LICENSED PROFESSIONAL ENGINEER TO ALTER THIS Q DOCUMENT. o x.cw«.ae..€av «mad r ;k a.na. "`" C o_ H = k. •I . =ri �,r Planning Board 2500 PSI CONCRETE I— rz :r:�l ;�Fk ., , . ..,;i e r7 r... F , Z F R' FOOTING w _.•°,. Superior then o = Z standard I Set of 19' Ralrs p Superior now. DRAWN BY: GFS o Q CROWN EACH FOOTING oo_�al�a ala 7s►aoc Company 2 AFG A Nc�rsat Corn an e Plcsrsat z LL- 6 .. REVIEWED BY: JWS FINISH GRADE I { Electrical Specifications a s -o •F a° d f Frequency _.....__.....____.... MHz _406 to 512... °.:.: o ca c - r z Connector Range .......... N-Male '1 CHECKED BY: GHN Z Gain(nominal) dBi(dBd) - 10.1(8) G>9 Input VS'JVR(max) 1.5:1O i Polarization vertical —III—III —III—+ 13 :¢ w....... �" PROJECT NUMBER: 50070398 301± —�1 12» _ d ( ( ;:. I : : :. Impedance ..._.. .__..._.... 0 50 _ _._.. _._..... II i I P[ Yv: Pattern_ __ _ Bi-directional – Vertical beamwidth(typ),„ degrees 16 Average Powerinput(max)._._.... ._......__.. W 20D •2 JOB NUMBER: 50070399 - - f COMPACTED SUBGRADE - r. III— III "� �• Lightning protection DC round BOLLARD DETAILCONIC Il gp _. _... .. . _ g I l> Electrical tilt(available) ._ m, 0,2,4,6,8,or 10 degrees LI- ' " CONC FOOTING ., € SITE ADDRESS: SCALE. N.T.S. (4000 PSI) 3 ( s " Mechanical Specifications NOTES: _ z Width mm(in) 406 16 Depth.• _ mm(in) 89(3-5) Length/Height mm(in) 2896 114} ( `�" � , .._ � ............___.._.. t 1. CABLE BRIDGE SHALL BE SITE PRO 1 GRIP STRUT �y ` Base pipe diameter mm(in) 60(2.38) z Base pipe mounting length mm(in) 914(36) TRANSMISSION LINE BRIDGE KIT (P/N: 1 B24D-216T3) OR Radiating element material aluminum 6" THICK WWM 6 x 6 - W2.0 x W2.0 APPROVED EQUAL. I Base pipe material " aluminum -._.. __.._..__- AT MID-DEPTH OF SLAB ; 7055 MAN ROAD CONCRETE SLAB : �.r Weight kg(lbs) ,_ _ 9.53(21) 5" 2. ALL COMPONENTS SHALL BE INSTALLED ACCORDING TO � Mounting Hardware „ Clamp00ti,Clamp015,Clamp130,orClamp125U wM_'3 M ATT I T U C N Y 11952 w ,; ___._.. .. 6" MANUFACTURER'S SPECIFICATIONS. �° Actual Shipping weight kg(Ibs) 18.16(40) On-78DD(c)=ENCLOSURE PAINTED CREAM Shipping dimensions_ _ mm(in) 2997x102x508(118x4x20) ° ° , • , ,.:° ° ° °. ° : ° ° ., 11 1111 WIN° ` Mounting Conigurations Univers al Mount 3 CONTRACTOR SHALL DETERMINE REQUIRED QUANTITY OF ALL sMK-125-A3 Recommended For side Mount: xx--- =x , :x• CABLE BRIDGE COMPONENTS. 1ainBoai,. °. T7��V lil Width:25 1/3 inches Environmentalec'Sp ifications height:7$1 4 inehes / - - � - �7 � 7 o o,� :o o�o p� o c � �0 4. SNAP-IN HANGERS, SPLICE KITS, HINGE KITS, EXTENSION KITS, Temperaturerarige , _ „ _ °C(°F) -40 to+60(-40 to+140) / -o 0 0 01--'1 o o Q cath:»34 1/4 inches Wind,Loading Area Flat Plate Equivalent m2 2 / o 08 STIFFENERS, AND OTHER MISCELLANEOUS HARDWARE SHALL BE s ( ?.._...._. (ft) o.ts(t91) SHEET TITLE ® _ o ® _ o •. o o . 0 0 o 0 0 0 0 ;� o PROVIDED BY THE CONTRACTOR AS REQUIRED. LU121SHIELD: Wind Loading Area(1/2"ice) trP(ftp 0.52(5.56) `4 idth 28 1/16 inches Rated wind velocity(no Ice), km/h(mph) 298(185) \ \ �\ \ Tang down Leight:13/4 inches Rated wind velocity(1/2",radial ice) _ ,, km/h(mph) 242(150) __•,•,._. CIVIL/STRUCTURAL 717 '�� 6>> 5. CABLE BRIDGE SHALL BE ROUTED TO ACCOMMODATE THE Depth:35 11116 inches �� Lateral thrust(100 mph NoJce)._ __ „ N(lbs) , __342.5(77),_,_ MINIMUM BENDING RADIUS OF THE COAXIAL CABLE. mrdles:Tr rudel7/8 inches _ Torsion almoment(100mph NoIce) Nm(ft-lbs) 29.7(22) Bending moment(100 mph No Ice) Nm(ft-lbs) 206.6(153) DETAILS-2 CLEAN STONE 6. CABLE BRIDGE COMPONENTS SHOWN ARE SCHEMATIC, NOTE: CONSULT MANUFACTURER FOR EXACT AND CURRENT SD314-HF2P2SNM(D00) W LED, 1. TOTAL AREA OF CONCRETE PAD IS 4'x4'=16 SQ. FT. SPECIFICATIONS. FIRE DEPARTMENT WHIP SHEET NUMBER CONCRETE PAD DETAIL5 CABLE BRIDGE DETAIL C FIRE DEPARTMENT CABINET DETAIL ANTENNA DETAIL SCALE: N.T.S. SCALE: N.T.S. 6 SCALE: N.T.S. SCALE: N.T.S. C - 4